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Home My WebLink AboutWetland Delineation Christine Mattson From: Christine Mattson Sent: Tuesday, July 26, 2016 2:59 PM To: 'Sarah Wildman' Cc: 'Lauren Sampedro'; Melanie Curtis Subject: 90 Creek Ridge Pass Attachments: F & C easement .pdf;4071992.pdf Sa ra h, You asked me to comment on the survey dated June 25, 2014 showing a proposed house. I have the following comments: • A wetland delineation was completed in 2003/2004 when the subdivision was created. A wetland delineation is valid for 5 years, an updated delineation would be required. The updated delineated edge shouid be shown on the survey including the required 35' setback from the delineated edge. • The survey dated June 25, 2014, does not show correctly the delineated wetland edge approved with the subdivision. At a minimum the delineated wetland edge approved with the subdivision should be added in addition to the recorded wetland buffer of 35'. (reference Document No. 4071992, copy attached) • The survey should be updated to show the following: o the conservation easement per pocument No.4085098 (copy attached) o the storm pond • Also: o the "Edge of Water" notation should be removed from the survey. o provide clarification regarding the significance of the 939.2' elevation. What is this in reference to? Please clarify or remove. o the driveway location should be set back a minimum of 5' from the property line. Please note all structures and hardcover must be set back a minimum of 35' from the actual updated delineated wetland edge or the recorded buffer, plus 10', whichever is greater. Reference City Code Section 78-1605 For the building permit the house footprint and all improvements including grading should be shown by the surveyor. Please don't hesitate to contact us if you have any additional questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ;. Orono MN ;;. 55356 (physical addressJ PO Box 66 ; Crystal Bay � MN ; 55323-0066 (mailing addressJ �' 952.249.4620 '; � 952.249.4616 �' cmattson@ci.orono.mn.us � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday, September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am i • . 02/O1%OS TC1E 14:41 FA% 9525450071 BLUSTIN & ASSOCIATES ��02 ,_ .�� ,�� . W 40"719�l� ., • .� � , . ..r. . � o s� AN ..3 � . ' � � : � $O;1J`�2 b� NED � � � � -� o o�; G� � -► �9� °� p � � �� -" �+. ' y i-s Z} �:v--{'- frT� � v � ]$ � t=-'� (�j � 0 i � fl'f� L7 . �� i � p Q � : � i � p � �:� � m pr : � � W Zo � � N �° � u� � a , ('� A,? : T�S D�CLt1RATION("Declaration:')is made this day of January,2p05,by, ; Creeicside jn Orono, LLC,a Minnesota lim,ited�liability company�3Ud jtS SpCCQ�SOIS S[ld 8S52gt]S . ("DeclaranP'). . . WHEREAS.Dec.larant is tt2e owner of real properiy within the City of Otono,I,tennepin � ` County;Minnesota,platted aud iegally described as: �' � . .� ' pi Tract A,Registered Land Surwey N�.�352,Coanty of Hcmnepin�,Minnesota,togethe� � � with su easement for dt�iveway purpo�ies ovec Tract G,Registercd Lsad Survey No. --.._ 352,as co,ntsined nu deed Doct�ent No.432783,$ennepin County,Niio�a,�sot� ' (tt�e"Property")and no on�ott�er than Declarant�has any right,titte or incerest iu the properiy; , and , � WHEREAS,the Properry constitute,�the entirety of thc land to which Minnehaha Creek i Wate�shcd District Permit#04-232 applies;andi ' � vV�I�REA3,Dectarant desires to subjec't the Properiy to certain conditions and . . � resirictions imposed by the Minnehaha Creck Wateryhed Disfict as a condition to issuance of ! their Permi.t#04-232 for ttze mutual benefit of ttie owners of the Property. NOW,TMEttEFOR.�,peclarant cnakes�this deelaration and hereby declares tbat this � Deelaration shall constitute c�venants to iun wit�1 the Property,,and further declares that the � 'Property shall be owned,used,oecupied,and couveyed subject to tbe covenants,restrictions, � •easements,charges and liens set for.th,izt tiiis Declarauon,all Q f w}vch sha�j be bindufg on.at! �persons owning or acquiring acty ti�ht,titte aT interest�the proPe1,�,��d t}�Cir heli5�SUCCe55vrS, ' ,peisonal r�presentatives,and assigas, ' ;1. Wet/and Buf}'er.The wet(and buffer,measuring 35 feet in width az a11 poiat�'su�.v��ng�e ' wedands as delineated vn the site plan for the�Property attached hereeo and incozpotated ' � herein as Attsc�men�t p $hall.be maintainedlby Declarant in pe�etuig,free&om mowing or other vegetative disturbance,fortilizer appiica;tioa,yard or other waste disposal,the ' : ptaeement of st=uctwes or any othcr alteratioII that unpecles the ftu�ct�on of the buffer in � � protecting the quaiity of water in the wetlar,d��r buf�'eting�ows iuto the weiland. 2. Street Sweeprng,q11 streets and ublic wa s within the ' � eaeh year,in the sprir.�following snowmeh a�ad in t h.e g a i��r Z��be swept at Icast twice . �, . • ' ' �� Page 1 of 6 I_.. � M � 1 � �• , 3. S�ormwater Facility Maintenance.The terms of Attachment B,incorparated hereiq shall , apply to the stormwater management facilities indicated on tbe site plan for the Property attached hereto and incorporated herein as on Attachment A,identified as follows: I � � St�rrn Watcr Pond and Infiltration Basin ' 4. The recitais set forth above are expressly incorporated herein. I � I ' IN WITNESS WHEREOF,the undersigned has executed this instrument on the day and yeaz � first set forth. � DECLARANT � CREEKSTDE IN ORONO,LLC i � i � � . gy; � Heury . niarz ' Its: Chief M ger/President � � ' STATE 4F MINNESOTA ) � � ) � COUNTY OF HENNEPIN ) The foregoing instnunent was acknowledged before me this�'��ay of January,2005 � by Henry J. Lazniarz as Chief Manager/President of Creekside in Orono,LLC,on behalf of the ! company. � � ------___ �;�W,� ' s�?:�:""'.•% DEBRA S.NELSON N0�}+ UbI1C ' ��'�'�`�: NDTAHY PUB�IC�MiNNESOTA •�",r+'�}�. � "�;,;,�w- My Commissinn Expires t•3F•2005 i I i I ; This Instrumcnt Was Drafted By: Blustin&Associates,PLLC ; 5775 Wayzata Boulcvard � Suite 700 � Minneapolis,MN 55416 � I i � Page Z of 6 � � I� � ---' -' i v � � ' � CONSENT AND SUBORDINATION ; Construction Mortgage Investors Co.,a (�_ carporation,the holder of two ' mortgages dated October 2I,2004 filed for record with the Registrar of Titles in Hennepin � I County,Minnesota on October 28,2004,as Document Nos.4035050 and 4035051,hereby � consents to the recording of the attached Declazation and agrees that its rights in the property affected by the Declazation shall be subordinated thereto. • IN VYITNESS WHEREOF,Conswction Mortgage lnvestors Co.,a Minnesata � corporation,has caused this Consent and Subordination to be executed this day af � January,2005. i CONSTRUCTION MORTGAGE INVESTORS CO. � � , ' Its: � � STATE OF MINNE50TA ) i � : COUNTY OF HENNEPIN ) t The foregoing instrument w ac owte ed before me t '��'�day o ' ,2005 b , , y.�d�� . ��, r�'��_, c��. � _y��'� �, o �� , i � � � � � ' � Page 3 of 6 . .. i__. - - I Sent by: Edina Realty Park West 0; Ot/24/05 10:28AM;#170; , Page 2 �_ , . f . i , . l ' CONSEn'T ANU StJBORDINAT[QN Fdina Realry Inc.,a Minnesota eorporati�n,th�holder of a mortgags dated October 22, ' ?004 fifed for record with the Registrar uf Titles in 1��nnepin County,Minnesota on Octobcr 28, � 2004,as llocument No. 4Q;5052,herehy consents io the recardin�of the altachcd Declaration � and agrees�hat its rights in the property affectcd by the Declaration shall be subordinatEd thercio. � ��` rit�0 � iN WITNESS WHEREO�', '�s�e i 2�t 'nv�iaf3'�;,a Mlt�nesota corporation, has ca�ed chis Canseni and Subc�rdination to b�ex�;uted this Z`� day of � January,2005_ � � � EDINA REAI.TY INC. � � , � � ' B y: t,�..-- � Its• _ e.� r�-c;de,_ Go•��w-�e �o„r?y'-( � STATE UF MINNESATA ) , � . COUNTY OF HF.NNEPtN } � � � The forcg�ing it�strtunent was acknowledged before me is day oF ' , �005 by,_„�i—l�.,�,U� (J,,c.i,ti� �� , — �� , ��M Notary Public ' � "' PATRICIA S.KOATH � � � ��NI�� . z: r.re�s i . , i � . ' ' . � . -gesr'4-of6--' G's'� . i I � I � � . . ' I I. � � � ATTACHMENT A ' SiTE PLAN � See Attached. � � • � i . i � I � � , � t ' i i � i , � � � I 1 � i i I i ' Page S of 6 i � , � �------ � - ' i � � � I • �, " � i � ATTACHMENT A ' SITE PLAN � See Attac6ed. � ' � � i . i � � I , I � ' � t , � i � • I . � � � i 1 I � � � � � � Page 5 of 6 i � , ; ..__._._ . . _ . _ . � i ; ; . , �. . � �� ' Q , � a� T � � $ � � .� . � t � K H t '/'�' y y}'"=�„'✓yx� ` � u • � �� I �� \ '� �� t /.. � /'�a��% � � `�/j ,a � �� ` _ � � / ! � � .��'''��—. � �. �:,;.:j ;. —��.,.., ( , � ,� � ._._._. i � %/� �i � � ' �/ � // ., /e� N\ � � �y.� � r;r (—'d-. / I ~ � � � � � � / 8 � � / � ' �l I � � � ` � ` �� r � � � �� .�j j� � r��i� �; o �� +. � � �� iano�� - � ' i� �� = ��-� i � � � `�� ,,,- � ,, g sx�a� � f � '� � } � '`-•—' '_'_.� ! � '� � r• � 1 /' _� _�— ` / � 1 r • r � � � � � � � • � , � ! I � � �� , , � , . i y, �� l ,i ± �� - - ` � !� 1 �� I _ — —�. �" � y , � � , � . � . , , , , ; l d � , j� �1 f � � . � ,� � ' �i`�i�� $ ` � � � ' �' .� ; � � � ; !� � !� � i � � � , ;; � ., ; �� i ; si:' �� . �� . , •, � � , I• � , ATTACHMENT B � ` STORMWATER FACILITY MAINTENANCE i These terms apply to the stormwater facilities constructed pursuant to Minnehaha Creek , Watershed District permit application number 04-232. � WHEREAS,application has been made for a permit from the MCWD pursuant to ' MCWD Rule N,Stormwater Management;and ' WHEREAS,the property that is the subject of the permit is legally described in the i Declaration 'snto which this Attachment is incorporated,and the facitities on the property to ; , which these maintenance requirements apply are as follows: � Storm Water Pond aad Infiltration Basin � WHEREAS,MCWD Rule N provides that a maintenance agreement shall be submitted for stormwater treatment ponds,outlet struciures for such ponds,culveris,outfall structures and � all other stormwater facilities,and that the maintenance agreement shall specify methods, ' schedule and responsible parties for maintenance and must include at a minimum,the elements � contained in the District's Maintenance Agreement Form. � NOW,THEREFORE: � ]. The property owner sha11 inspect the stormwater retention and treatment basin(s) ; at a minimum of once a yeaz to determine if the basin's retention and treatment characteristics � , aze adequate. A storage treatment basin will be considered inadequate if sediment has decreased � the wet storage voiume by %2 of its origina]design volume. Based on this inspection,if the � stormwater basin(s) is identified for sediment cleanout,the property owner shall restore the � basin(s}to its original design contours within one year of the inspection date. - i ! 2. The property owner shall inspect the grit chambers,sump catch basins,sump � manholes,outlet structures,culverts,outfall structures or other stormwater facilities for the • project in the spring and fall of each yeaz. The property owner shall remove all sediment and , debris during the inspections such that the stormwater facilities operate as designed and percnitted. i 3. Rain gardens must be kept clean of excess sedimeni and debris.Healthy plant ; growth must be maintained in the rain gardens by removing dead vegetation in the spring of each � year. ' 4. Violation of the inspection and/or maintenance provisions of this Agreement is a ' violation ofthe MCWD permit for the project far which the MCWD may take action against the � property owner. i 5. "Property owner"as used in this Attachment means the owner of the property on � which is located the stormwater faeility to which the obligations herein apply. � � Page 6 of 6 I ' ---- f I � , , . 4�dsa�� FL.OWAGE AND CONSERVATION EASEMENT ACREEMENT AND WAIVER OF DAMAGES �o� �� r�,�� w�s;� � � THIS INDENTURE,made and entered into this�day of March,2Q05, by and between �;. Creekside in Orono, LLC,a Minnesota limited liability company and its successors and assigns � (hereinafier collectively referred to as the"Grantor")and the City of Orono, its successors and � assigns,a municipal corporatian under the laws of the State of Minnesota(hereinafter referred to � as the"Grantee".) WITI�BSSETH, Grantor, for and in consideration of the sum of One Dollar($1.00)and other valuable consideration,hereby covenant,grant, gift,quit claim and convey to Grantee the right to restrict and Grantor agrees to limit and preclude the use,improvement and development,under the conditions and covcnants herein contained,the fallowing described Land in the County of • Hennepin and State of Minnesota: See attached Exhibit A wbich is made a part of this document as follows: . 1. Grantor(s)hereby covenant(s)and agree(s}: A. No structures shall be constructed,erected,or placed upon,above,or beneath the I Land including without limitation, Fences, fireplaces, steps,docks,piers, hardcover or roads of any nature whatsoever,or any other structure or � improvement inconsistent with the natural state of the Land. � B. No domestic animals,including but not limited to horses,sheep,chickens,etc,shall be allowed on the Land. C. No trees,shrubs or other vegetation shall be destroyed,cut or removed from the Land except as authorized by written consent of Grantee. D. No earth,loam,peat,gravel,soil or any other natural material or substance shal! be moved or removed from the Land and there shall be no dredging or excavation of any nature whatsoever or any change of the topography of the Land without the written consent of Grantee. E. No soil,sand,gravel or other subsiance or material as landfill shaU be placed, dumped or stored upon the Land and no waste,trash or garbage shall be placed, dumped or stored upon the Land. F. No use shall be made of the Land except uses, i f any,which will not change or alter the natural condition of the Land,and no use which would tend to change the drainage, flood control,water conservation,erosion control,soil conservation, fish and wildlife habitat characteristics shall be made ofthe Land or the water � situated thereon. 1 i G. Grantee may enter upon the Land for the purposes of inspection and enforcement of the covenants contained herein and to cause to be removed &om the Lanci, without any liabifity,any structures,uses,materials,substances,or unnatural matter inconsistent with the covenants contained herein and the natural state of the Land. H. Creation and maintenance of non-hardcover walking paths is allowed on the Land.A private trail with no more than one(l)connecting point to the Luce Line Trail may be constructed pursuant to this section,with prior written approval of the Minnesota Department of Natural Resources. 1. Pennanent markers of a design and material acceptable to the Planning Director of , thc City of Orono shall be placed at atl points where this easement intersects a lot boundary or where this easement boundary line changes direction,as noted on � Exhibit A. 2. Grantor hereby grants,gifts,quit claims and conveys to Grantee,a perpetual flowage easement and right and privite�e to trespass with water over and upon any or all of the Land. ' 3. 'The existing wood creek crossing bridge is to remain on the Land. The Grantor,or its assigns shall have�he ribht and obligation to make such use of said Land as is reasonably necessary and advisable to the maintenance,rcpair or replacement of said bridge. 4. Grantor herein does hereby remiss,release,acquit and forever discharge,forever, the Grantee and any and all of its officers and employees of and from any and all claims, demand or eauses of action of any kind or nature whatsoever which may arise or accrue by virtue of any(i)flowage or trespass with water within terms of these agreements or (ii)the maintenance,repair or replacement of said bridge referenced in Section 3 hereof and any path,if any,created by virtue of Section 1(H)above,which was specifically perfocmed by Grantor or its assigns. In addition to any other remedy the Grantee may have,the covenants and restrictions coniained herein may be enforced by injunction. Grantor does not intend that the public should have any interest in the above Land by virtue of this indenture or otherwise,except as hereinabove set forth. Thc Grantors herein ceriifies that the Land herein described are free and ctear of all encumbrances except: � a. A mortgage which was made by Creekside in Orono,LLC,as borrower,to Construction Mortgage Investors Co.,as tender,which was dated October 21,2004 and recorded October 28,2004 as Document No.4035050. i ! � 2 � i I I �.� b. A mortgage which was made by Creekside in Orono,LLC,as borrower,to Construction Mortgage Investors Co.,as lender,which was dated Ociober 21,2004 and recorded October 28,2004 as Document No.4035051. c. A mortgage which was made by Henry Lazniacz and Creekside in Orono,LLC,as �I borrowers,ta Edina Realty[nc., as lender,which was dated October 22,2004 and I recorded October 28,200G as Document No.4035052. d. Rights of adjoining owners to concurrent use of the easement for driveway purposes over Tract G,Registered Land Survey No. 352,as contained in deed Document Aio.432783. e. An easement for installation and maintenance of utilities over that part of the property as shown by Document No.998133. f. An easement in favor of Northem States Power Company,which grants the right, privitege and easement to construct,operate and maintain electric cables over that part of the property as snawn by Document No. 1011602. . g. An easement for sanitary sewer purposes over that part of the property as shown by Document No. 1137893. h. An easement for road drainage and utilities over Tract G as shown by Dacument No. to be determined. All provisions hereof shall run with the Land and shall extend to and bind the heirs, successors,representatives,grantees or assigns of the respective parties hereto. CREEKSIDE OF ORONO,LLC , By: Henry Laz 'arz lts: Chief ManagerfPresident 3 , j � • I STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) This instrument was acknowledged before me this � day of March,2005,by Henry Lazniarz, as Chief Manager/President of Creekside of Orono,LLC,on behalf of the company. � � ' NOTARY PUBLIC State Deed Tax Due Hereon: This instrument was drafted by: •i�. RAVEN REN�Kq�g�� Nolary p�bilc City Of Orono ��`�uMen`�,8p,w�r».Ioo� P.O.Box 66 Crystal Bay,MN 55323 � � ��ANO pRtpR TAXEs PAro rAaxPar�oseRv�ces � l �`+\ �.� �1I / � rr iv,tNN. � pUTY 4 i r EXHIBIT A Legal Description for Conservation&Flowage Easemeut For Creekside In Orono Outlot A,Creekside in Orono,according to the recorded plat thereoE And That part of Lot b and Lot 7,Block l,Creekside in Orono,according to the recorded plat thereof lying easterly and northerly of Ihe following described line: Commencing at the northeast corner of said Lot 7;thence on an assumed bearing of North 89 degrees 24 minutes 24 seconds West,along the north line of said Lot 7,a distance of 122,98 feet,to a comer of said Lot 7;thence South 46 degrees O1 minutes 47 seconds West,along the northwesterty line of said Lot 7,a distance of 10.57 feet,to the point of beginning of the line to be described;thence South 21 degrees 06 minutes 57 ' seconds West,a distance of 20.15 feet; thence South 10 degrees 40 minutes 42 seconds West, a distance of 49.02 feet;thence South 0 degrees 57 minutes OS seconds East,a distance af 235.95 feet;thence sautheasterly a distance of 59.31 feet, along a non- tangential curve eoncave to the northeast,having a central angle�f 84 degrees 57 minutes 27 seconds and a radius of 40.00 feet,the chord of said curve bears South 44 degrees 04 minutes 43 seconds East;thence South 86 degrees 33 minutes 26 seconds East a distance of 56.54 feet,to an angle point in the east line of said Lot 6 and said line there terminating, And That part of Lot l,and Lot 2,Block l,Creekside in Orono,according to the recorded plat thereof lying westerly of a line SO feet easterly of and parallel with the westerly line of said Lot 2 and its northerly extension. ' 5 �� .. II ,. _._ ` � � ' I � , . , - r F � Y , t 9 S� am o - .,. O� . CITY of LONG IAKE :°�•" CITY of ORONO � � 4� i �� r � �� C� 4�s ` �Z � m � a�� O :� ^ ' � v �... � wp` 1 O . � � ' / �_ + { { �C EEK E / _ \ �° — —---� - ..;�y � \ _� . �:.• ---� � . � 1�� N '�s��+ 1 \ � . � = = � � �� r� 1 ; � :. oo �, � , � ��- •�� ; I � °° L �, �o � � '� , �'3 � � " _ ) c - � . � x}�. �� a � _ J � \ . . � �$� ' ! a a � \ I �o� �i� , ��s ��' �� ' o° A � � � � � �� 9 ° � ' °° � � � ' � � ► � � � �� . . �� I ; N � ��'� ,��. A " h";a^°"r / �� w a,:.�. . 4�� _� ; ' �. �— • . m � ��.5 � �[r 9 ' `°'°„�.� _ . _.��o. .._ . �,� _ _ . .. . ---.�.._ . , -�--- - --- - —. .. . — — - --r • -- G �� ~��°e.�ai�a�asn.6e ��,,�a^.�"�� .� d ��r�'t-f;F'-vr"' .�� Lea.N ...�a;.�g`��Rp14 t s nror�e . 4 g �r, i •-� �'p oSi� '�'�`��✓��x-rr'r'1 �y om . ; a= �s �v n . . t� €a . • 0 B o o a 3 � ' w e � � ..I pP � a $�� ,$ � 6 ' fY1W1011ElnCN0111tO�M1GVATOi�JNM�1l10'.�131mi0WW4kl . i _ ._ , � . . I r F ' � I i a . T 9 ' Sr Ymp = � . ' � �hi CITY of LONG IAKE z °°�•" � CITY of ORONO i 4� I � � � � a �o 7-, m °�`•�,c�� { g Z � + / v\ �... � y.p \ 1 � O � / �-- ' .' * { �C EEK E / — –r —- —�. `� �o �!';` °' � . 1�9 �n �s�!+, � \ ' . � - ' � � y� JJ, ��'�.t s x` � i , � i d� � I�0 � � �_ . �o cn � � . _ �I �F �� oo L � �. � � . , o � 3 � , � � .� � x�a. ��a, y I 1 � . J C . � � }$� . .� �� •� a _ J �• � � � �� ip , ��i �� + — �'• � �p A � � � � '� : �� . 9 e: � � �� . � . � � � ! I I \�\ . . � � � I ; N I �� ;,��"�; IA � J � w ��,,. , 7 1�l1 �� N�n4 i�i �N �- :��; �% • �tr 9 � `°'"°,,,*� o .� �—� . _ . _.��.�.. . ,......_ . �.�} _ _ . .. . __........-._ . • ".____-- - --- - -' h4°e.se.� -- $�„ ' ,�me,'a.yvab � &�� N ,.,Ta� ,V g L��RAI�r��-`''r'�' t C S��ror�n ��r�� •'e �4 �P �� 'c�*''�`•.^+wi'''".�:•.�'�'R"`�... 0 �ic Dq . �y s'o . . , m a= �5 � ' n �' . ►� �9 . ' O B o o e 3 { 9 w e � � ..� p i x b �� .s � a • i1LNaM01Me11Cn0117iOCMCNA1WIrMllbii109m10mICW.YYItl . i ' � ..'__ ' � I � � r I � r}QRJJ�J�! I � ____� ��YS � ;,o � No � d � ; o , II 0 OFFICE OOF H�S ISTRAR�c{G i CHENNEPIN COUNTI;MINNESOiA , CERTIf1E0 fiLED ON � II t�7AR 0 4 20U5 �!&eA�Pi!`�%Ar'1 I'I E ISTRAR FTlRES j BV DEPt1TY � i I /CO 4'�� /b -x.a� F ' G O i b I � � CITY OF OROl�TO �NNEPIN COiJNTY,A�IINNES4TA DEVELOPER'S AGREEMENT FOR CREEKSIDE IN ORONO BY CREEKSIDE IN ORONO,LLC THIS AGREEMENT,made and entered into this��day of February,2005,by and between the Ciry of 4rono,a municipal corporation organized under the laws of the State of Minnesota(hereinafter called"City"), and Creekside In Orono,LLC, a Minnesota limifed liability company, its heirs,organized under the laws of the successors and assigns, (hereinafter called"Devedoper"). WITNESSETH: WHEREAS,the Developer has made application to the Ci�Ey Council for approval of the final plat of Creekside in Orono. AND,WHEREAS,the City Council has granted approval for such development on the condition that the Developer enter into this agreement to provide for the installation of improvements hereinaf�er described on the#erms and conditions hereinafter set forth. NOW,THEREFORE,in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: I. Property Descri�tion: Lots 1-7,Block 1, Outlot A, Outlot B, Creekside in Orono,according to the recorded plat thereof. 2. Improvements: In accordance with the policies and ordinances of the City, the following described public or private improvements(hereinafter collectively called the - "Improvements")shall be constructed and insta.11ed on the terms and conditions hereinafter contained: See Exhibit�attached hereto and made a part hereof. Page 1 of 5 Initials of Developer . Initials of City Clerk 3. Construction Plans: The following described detailed plans and specifications for the complete installation of the Improvements shall be submitted by the Developer for the approvaf of the City prior to the start of construction. The Plans and specifications shall conform to all current City standards for alI applicable work. The detailed plans and specifications for complete installation are as follows: Construction Plrrns: Latest Revision Date: Sheet 1 of 12: Cover Sheet 1-03-OS Sheets 2-3 of l2: Creekside Trail Street Improvements 1-03-OS Sheets 4-5 of 12: Creekside Traii Utility Improvements 1-31-OS Sheefi 6 of 12: Creekside Trail Storm Sewer Improvements 1-03-45 Sheet 7 of 12: Creekside Trail Cross Sections 1-03-OS Sheets 8-10 of 12: Typical Details 1-03-OS Sheet 11 of 12: La�nd�cape Plan 1-31-OS Shee# 12 of 12: Landscape Details 1-03-05 Stormwater Plan SWPP: (4 sheets) Sheets 1-2 of 4 1-19-OS Sheet 3 of 4: City Comments and Street Name 1-31-OS Sheet 4 of 4 1-19-OS Grading,Drainage & Erosion Control Plans: Sheet 1 of 6: Cover Sheet 1-19-OS Sheet 2 of 6: E�sting Conditions 1-19-OS Sheet 3 of 6: Tree Preservation Plan 1-19-OS Sheet 4 of 6: Grading,Draining&Erosion Control Plan 1-31-OS Sheet 5 of 6: Creekside Trail Street Improvements 1-19-OS Sheet 6 of 6: Typical Details 1-19-OS All furtiier revisions to the above plans shall require approval of the City Engineer. 4. Construction of Improvements: a. Commencement Date-The construction of Tmprovements shall begin no later than June 1, 2005. No land alterations can take place untii erosion control is established and the City is in receipt of a fmal grading and road plan. In addition, no Improvements can begin until the City Engineer of Orono has approved all Improvement plans. b. Completion Date—All Improvements shall be completed no later than July 1, 2006. Page 2 of 5 Initials of Developer Initials of City Clerk . ' c. Contractors -- The Developer shall select,retain and supervise the Contractor{s) responsible for Improvement construction.The City reserves the right to require satisfactory proof of successful experience and adequate financial status of any such contractor. Where required by City ordinance,the contractor shall first obtain a Iicense from the City. d. PreConstruction Conference--Prior to the start of any construction,the Developer and the Developer's Confractor shall meet with the responsible City official to review construction plans and schedules. e. Permits-Prior to the start of any construction,the Developer's Contractor shall apply for and receive all necessary permits from the Ciiy and/or government agencies having jurisdiction. No building permits will be issued until ali drainage facilities and drainage impzovements have been instalied and a satisfactory road base,including the first bituminous Iayer,has been installed. £ Construction-The construction,installation and materials sha11 be in accardance with the plans and spec�cations approved by the City. g. Insurance -The Developer will cause each person,who constructs and installs any Improvement to maintain complete insurance coverage including Worker's Compensation,Liability and Property Damage. 5. Performance Deposit: For the purposes of assuring to the City that the Improvements will be completed according to the terms of this agreement, and that the Developer will pay all claims for work done and materials and supplies furnished,the Developer has deposited with the City at the time of the execution of this agreement an irrevocabie letter of credit in a form satisfactory to the City providing that the City is able to draw upon such letter of credit in its sole discretion to complete the Improvements if the Developer fails to satisfactorily complete the work prior to the complstion date specified in Section 4 above. The a.mount of such deposit shail not be reduced before substantial completion of the Improvements.The letter of credit shall expire no sooner than six months after the completion date specified in Section 4 above,or no sooner than August 31, 2006,whichever is later. 6. Fees and Expenses: The Developer agrees to pay all City fees required per the current City Fee Schedule and furttter agrees to completeiy reunburse the City for alI the variable additional expenses it incurs in regard to the review and approval of the Improvements inciuding,but not limited to,direct City payroll and overhead, costs,and fees paid ta consultants and other professionals. 7. Resolutions of Citv. Developer agrees to be bound by the provisions set forth in ali resolutions of the City Council approving the Development. 8. Termination: This Agreement shall be terminated upon the completzon of alI Improvements set forth in this Agreement. Page 3 of 5 Initials of Developer Initials of City Clerk t , � 9. Binding Effect: The terms and provisions hereof shail be binding upon aud inure to the benefit of the heirs,representatives, successors and assigns of the parties hereto and shall be binding deemed covenants n�nning with the land.References herein to Developer,if there be more tban one,shall mean each and all of them. This agreement to be executed by the Developer, shall be placed of record so as to give notice hereof to subsequent purchasers and encumbrancers of all or any part of the subdivision at�d all recording fees,if any, shall be . paid by the Developer. 10. Notices: Whenever in this agreement it shall be required or permitted that notice or demand be given or served by either party to this agreement to or on the other party,such notice oz demand shall be delivered personaily or mailed by United States certified mail (return receipt requested}to the addresses set forth below. Such notice or demand shall be deemed tunely given when delivered personally or when de}�osited in the mail in accordance with the above. Notice to Citv Notice to Developer City of Orono Creekside in Orono,LLC - Clerk/Administcator Attn: Henry Lazniarz P.O.Box 66 1117 Marquette Avenue Crystal Bay, MAT 55323 Suite 2509 Minneapofis,MN SS403 11. Incarporation by Reference: All plans,special provisions,proposals, specifications and contracts for the Impzovements furnished and let pursuant to this agreement shall be and hereby are made a part of this agreement by reference as fully as if set out herein in full. IN Vi�ITNESS WHEREOF,the City and Subdivider have caused this agreement to be duly executed on the day and year first above written. , CITY OF ORONO: By_ �� By; � i "� (Mayor) ( ity Clerk) Page 4 of 5 � Tzutials of Developer -" Initials of City Clerk STATE OF MINNESOTA } ) C�UNTY OF HENNEPYN ) � The foregoing instrument was acla�owledged before me on this ��day of February, 2005 by ��'h� �-A � ► ��Q-�11,Q�y1 & �1�Q S � 1�.�2SL ,Mayor& City Clerk of the City of Orono, a Minnesota municipal corporation and said instrument was executed on behalf of the City. , .. �-f,- � �_ ,�� ~'�'� �!;aCHEI i�ODGE '��°�� ' •�''U9LIC MtMNESOTA NotaryPublic '�?'� .. _nrnss�on E�ires Jan.3t.2U10 DEVELOPER: CREEKSIDE OF ORONO,LLC By: �Henry L iarz Its: Chief Manager/I'resident STATE OF MINNESOTA ) ) COUNTY OF HENNEPIN ) On this ��" day of February,2005,before me a Notary Pubiic within and for said county,personally appeazed Henry Lazniarz, as Chief Manager/President of Creeicside In Orono, LLC,and said instrument was executed on behalf of the Company. rp aU,wi r•• ?.. �"�r�� -� �.,�S.N6�sfl1V ��q,� �. NO - -��yuC-MtNNESOTA '�'�„`� M�'`=�"�r:t:-s:,;n Exoires 1-31•2005 o�y Public Reviewed for Administration: - '� � Date: � ' 2 Z -f�� — By:�G� ��- (City Official) ,. ' This document has been draf�ed by: Blustin&Associates,PLLC 5775 Wayzata Boulevard Suite 700 Minneapolis,MN 55416 Page 5 of 5 � Initials of Developer Initials of City Clerk . � CREEK�SIDE IN ORONO DEVELOPER'S AGREENiENT EXHIBIT A Improvements; Terms and Conditions. The Improvements i�iclude site grading; construction and installation of a private road; construction and installation of stormwater management facilities; constnzction and installation of sanitary sewer and water facilities; and site restoration and Iaudscaping. The Improvements sha11 be constructed in accordance with the approved construction pla.ns as stated in this Ageement, and with the pertinent condi#ions of approval contained within the Final Plat Approval Resolution No. 5279 adopted by the Orono City Council on January 24,2005. Tree Preservation a.nd Landscapin�. The developer shatl adhere to the approved tree preservation and landscaping plans.The developer shall walk the site with City staff prior to site grading to establish which,if any,trees within the grading area can be saved or transplanted. The developer sha11 confer with the property owner of 130 Brown Road South and with City staff to establish an altemate layout for spacing of boulevard trees along that adjoinin�property to provide a natural look rather than a regimented look.Developer shall follow the landscape plan general notes(upper left on Sheet 12 of 12), especially with regards to pruning and removal of dead wood and dainaged branches within the Conservation Easement areas. � Conservatian Easement Markin�. Perrnanent markers of a design and xnaterial accep#able to ihe Planning Director shall be piaced by the developer at a11 points where the Conservation Easement intersects a lot bowrndary ox where the Easement boundary line changes direction, as stipulated in the Flowage and Conservation Easement. Sanitary Sewer and Water Systems. All applicable City of Long Lake connection fecs and charges associated witli the sewer and water system serving the developinent shall be paid to Long Lake by the Developer. Developer shall be responsible for any charges to the City of Orono from the City of Long Lake in relation to the provision of zx�unicipal sewer and water from Long Lake. Upon coinpletion by the Deveioper and accepta.nce by the City of Orono,the sanitary sewer and water facilities within Outlot B and within the 30'utility easement of Lot 7, shall becorrie the property of the City of Orono and become a part of the City o£Orono utility sys#em,to be operated and mairitained by the Czry of Qrono. Page 1 of 3 CREEK�SIDE IN ORONO DEVEL4PER'S AGREEMENT EXHIBIT A Improvements; Terms and Conditions. The Improvements uiclude site grading; construction and installation of a private road; constnzction and installation of stormwater management facilities; construction and installation of sanitary sewer and water facilities; and szte restoration and laudscaping. The Improvements shall be constructed in accordance with the approved construction plans as stated in tvis Ageeinent, and with the pertinent conditions of approval contained within the Finai Plat Approval Resolution No. 5279 adopted by the Orono City Council on January 24,2005. Tree Preservation a.nd Landscap�. The developer shall adheze to the appxoved tree preservation and landscaping plans.The developer shall walk the site with City staff prior to site grading to establish wiuch,if any,trees within the grading area can be saved or transplanted. The developer shall confer with the property owner of 130 Brovcm Road South and with City staff to establish an altemate layout for spacing of boulevard trees along that adjoinin�property to provide a natural look rather than a regimented look.Developer shall follow the landscape plan general notes(upper Ieft on Sheet 12 of 12), especially with regards to pruning and removal of dead wood and dainaged branches within the Conservatioil Easement areas. � Conservation Easement Markin . Pern�anent markers of a design and naaterial acceptable to the Planning Director shall be placed by the developer at a11 points where the Conservation Easement intersects a lot bown�.dary ox where the Easernent boundary line changes direction, as stipulated in the Flowage and Conservation Easement. Sanitarv Sevsver and Water Systems. Ali applicable City of Long Lake connection fees and charges associaled with the sewer and water system serving the developinent shall be paid to Long Lake by the Developer. Developer shall be responsible for any charges to the City of Orono from the City of Long Lake in relation to the provision of rnunicipai sewer and water from Long Lake. Upon completion by the Developer and accepta.uce by the City of Orono,the sanitary sewer and water facilities within Outlot B az�d wi#hin the 30'utility easement of Lot 7, shall become the property of the City of Orono and become a part of the City of Orono utility sys#em,fo be operated aiad maintained by the City of Qrono. Page 1 0£3 As part of the installation of sanitary sewer and water improvements per the approved plans,Developer shall install two sewer and two water stubs for future service to the Dunn property and one sevver and one water stub for future service to the McCuskey property. Gradin� and Draina e Requirements. General site grading shall be in confornlance with the approved Grading, Drainage and Erosion Control 1'lan. During development within individual lots,wherever feasible, individual driveways and yard areas shall be graded to drain toward the road storm sewer system. Wherever feasible,roof guiter systeins sha11 be installed to discharge roof runoff so that it will drain towazd the road storm sevc�er system. Si�na�e and Lig�g_ No street lighting or development identification signage has been approved for G�eekside In O�ono. Any such pz-oposed lighting or signage shall be subject to prior City approval, which may require public hearings. Site Improvements;Building Perrnit Issuance. No land alterations shall take place until erosion con#rol is established and the City Engineer has approved all�nal improvement plans. No buzlding permits will be issued until all drainage facilities and improvements have been installed and satisfactory road base (including road base and the initial lift of bituminous)has been installecl and approved by the City. Site bnnrovement Cost Estimate. The Site Improvement Cost Estimate on page 3 of this E�ct�iibit shall be flie basis for the amomit of the Letter of Credit required by this agreement. Page 2 of 3 •`, 1. .•� . . City of Orono Creekside in Orono Plat No. 04-3016 Site Improvement Cost Estimate-Revised 2-11-05 Est. Unit Est, Item Unit Quantity Price Cost Mobilization LS 1 $5,000 $6,000 Site Grading LS 1 40,000 40,000 Common Excavation CY 5,540 5 27,700 Aggregate Base, Ciass 5 TN 1,382 12 16,579 Aggregate Base, Class 4 TN 1,382 12 16,579 Type 39 Bituminous TN 412 40 16,486 Type 41 8ituminous TN 206 45 g,274 Surmountable Curb and Gutter LF 986 10 9,860 B618 Curb and Gutter LF 716 11 7,876 Residenfial Concrete Driveway SY 17 36 612 6"DIP, CI.52 LF 1,058 22 23,27fi 6"Gate Valve and Box EA 5 600 3,000 Hydrant EA 3 1,500 4,500 Curb stop and box EA 7 150 1,Q50 1 inch type K copper water service LF 350 10 3,500 12"RCP LF 12 25 300 15" RCP LF 244 30 7,320 98" RCP t� 14 35 490 8"PVC Storm LF 17 20 340 8" FES w/Trash Guard EA 1 150 150 12"FES EA � 400 400 15"FES EA 2 500 1,000 18"FES w/Trash Guard EA 1 600 600 Rip Rap w/Filter Blanket CY 9 7 50 830 Remove Existing 15"CMP LS 1 500 500 Outlet Control Structure EA 1 2,500 2,500 Storm Manhole w!R-1642 Casting EA 1 '(,500 1,500 Catch Basin Manhole w/R-3067 Casting EA 2 1,500 3,000 Double Catch Basin Manhole w!R-3067 Cast. EA 1 1,500 1,500� 8"PVC, SDR 35 Sanitary LF 928 27 25,064 Sanitary Manhole w/R-1642 Casting EA 7 1,700 11,900 Sanitary Manhofe Overdepfh LF 42 100 4,200 Restoration including frees LS 1 50,000 50,000 Silt Fence LF . 2,000 3 6,OOQ Estimated Construction Cost $302,885 +50°/a Security Deposit $151,443 Tota!Securify Deposit Required $454,328 Page 3 of 3 `. ,� � O� O O ' ��3_::-, �, CITY of ORONO � � �� '' ` G'�' RESOLUTION OF THE CITY COUNCIL �`9kESH�4� NO. c�+ � `"� �� A RESOLUTION APPROVING THE PLAT OF CREEKSIDE IN ORONO - FILE #04-3016 WHEREAS,the City of Orono is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS,the City Council of the City of Orono(hereinafter"City Council")has adopted subdivision and la��d development regulations for the orderly,economic and safe development of land within the City; and WHEREAS,the City Council has considered the application by Creekside in Orono LLC (hereinafter the"Developer")for subdivision ofproperty located at 120 Brown Road South and legally described as follows: Tract H,Registered Land Survey No.352,Hennepin County,Minnesota (hereinafter"the property"); and WHEREAS,on July 12,2004 the City Council adopted Resolution No.5204 granting Preliiriinary Plat Approval for the proposed development of a seven-lot Planned Residential Development (PRD)plat for single family residential purposes; and WHEREAS, the Developer has completed or has agreed to complete all other requirements of the platting regulations of the City including: 1. Completion of all platting requirements of Preliminary Plat Resolution No. 5204. 2. Submittal of a`record preliminary plat drawing'incorporating all elements described in Conditions 1 and 2 of Resolution No. 5204. 3. Dedication on the plat of perimeter Drainage and Utility Easements and Drainage Easements as required in Resolution No. 5204. Page 1 of 8 i . . 7 O� O O ' �� CITY of ORONO � .. � �:� � RESOLUTION OF THE CITY COUNCIL ��kESIIOg'�� NO. � � �� 4. Designation and dedication on the plat of open water wetlands subject to City and other agency jurisdiction. 5. Provision to the City of a Flowage and Conservation Easement over all wetlands in Outlot A,incorporating language forpreservation of all uplands within Outlot A as well as within the west 50 feet of Lots 1 and 2, Creekside In Orono. 6. Submittal of Minnehaha Creek Watershed District (MCWD) permit approving the grading, drainage and stormwater management plan for development of the Property. 7. Provision to the City of an underlying Road and Utilities Easement for the private road within Outlot B. 8. Provision to the City of an underlying Road and Utilities Easement for the private road with Tract G, RLS 352. 9. Provision to the City of a Declaration of Covenants,Conditions and Restrictions,and Private Ro adway Easement for the private road in Outlot B and Tract G,RLS 3 52,in favor of Lots 1 through 7, Creekside In Orono. 10. Provision to the City of a signed and executed Developer's Agreement and letter of credit for approved site improvements including construction of the private road,sewer and water systems, stormwater and drainage systems and facilities, vegetation improvements, etc. 11. Provision to the City of a title commitment as well as a title policy in the amount of $100,000 in favor of the Cityto ensure coverage of all City interests associated with filing of the subdivision and associated easements,etc.,and certified copies of all recorded easements currently affecting the Property. 12. Payment to the City of Stormwater and Drainage Trunk Fee in the amount of$54,000.00 as established in Resolution No. 5204. 13. Payinent to the City of Park Dedication Fee in the amount of$33,300.00 as established in Resolution No. 5204. 14. Payment to the City of final plat review fees and legal review and filing fees in the amount of$530.00 as established within Resolution No. 5204. Page 2 of 8 � � �� O � ' �� CITY of ORONO ��.: ,� ., ; �, � ..�.... � RESOLUTION OF THE CITY COUNCIL ��`9k'EsB�g'�G NO. � � �� 15. Provision to the City of final plans and specifications for improvements to the property including construction of a private road, sanitary sewer system, water system and stormwater facilities,site grading,landscaping,etc.per the requirements ofresolutionNo. 5 204. 16. Provision to the City of a perniit from Hennepin Col.ulty for construction of the private road access to Brown Road South. NOW,THEREFORE,BE IT RESOLVED that based on the findings ofResolution No. 5204,the City Council ofthe City of Orono does hereby approve the Planned Residential Development plat of CREEKSIDE IN ORONO,Hennepin County,Minnesota subject to the following declarations and conditions: 1. Shoreland Status.In addition to the various development limitations established herein,Lots 1 through 7 are within or partially within the designated Shoreland Overlay District and subject to the City of Orono Shoreland regulations pertinent to tributaries. 2. Lot Development Standards.Lot development standards applicable to Lots 1 through 7 are generally as shown on the approved Grading,Drainage and Erosion Control Plan, Sheet 4 of 6,by Schoell and Madson,Inc.,revision dated O l-19-OS and attached hereto as EXHIBIT A(which Plan shall be designated for reference purposes as the`Record Preliminary Plat Drawing') and more specifically as follows: All Lots: Required Front Yard: 35' Required Side Yard: 30' Required Side Street Yard: 35' Setback from Creek: 75' Setback from Delineated Wetlands: 35' The bank of the creek for setback purposes is established at the 936.5' elevation contour line. "Required Yard" designations shall be as depicted on the `record preliminary plat drawing'with the standard`front yard abutting the private road, `side yards' abutting adjacent lots within the plat, `rear yards' generally opposite the front yards, but with the exceptions noted below. Page 3 of 8 �` � O _ V O O '��a._:- CITY of ORONO � � �� ` G~' RESOLUTION OF THE CITY COUNCIL �9kESH04'� NO. � � � �' The lot size far administeiing accessory structure ordinances shall be the actual lot area and shall not credit any of the Conservation Outlot area. Additional I��dividual Lot Standards: Lot 1: The westerly 50'of Lot 1 is subj ect to a Conservation Easement allowing izo structures or hardcover. The northerly yard of Lot 1 is designated as a side street yard. The rear yard 50' setback is coincident with the Conservation Easeinent boundary. Lot 2: The westerly 50'of Lot 1 is subj ect to a Conservation Easement allowing no structures or hardcover. The westerly 50'yard of Lot 2 is designated as a rear yard for zoning purposes. The westerly SO'setback is coincident with the Conservation Easement boundary.The southerlyyard of Lot 2 shall also be treated as a rear yard,and shall be subj ect to a 5 0'rear yard setback and the 75' creek setback. No accessory structures shall be placed within the 50' rear yards, nor within 75' of the creek. Lot 3: The existing house setback to Lot 3's northeasterly boundary shall be recognized as a legal nonconformity. However,any new construction within Lot 3 shall conform to the standards established herein. The southerly and southeasterly yards of Lot 3 shall be designated as rear yards, and shall be subj ect to a 50'rear yard setback and the 75'creek setback.No accessory structures shall be placed within the 50'rear yard, nor within 75' of the creek. Lot 6: There shall be no stnictural or hardcover encroachments of the stomlwater pond easement or the 35' wetland buffers. Lot 7: There shall be no structural or hardcover encroaclunents of the stormwater pond easement,of the 35'wetland buffers,nor of the 30'drainage and utility easement along the northwesterly boundary of Lot 7. 3. Tree Preservation and Landscaping. The developer shall adhere to the approved tree preservation a�ld landscaping plans.The developer shall walk the site with City staff prior to site�rading to establish which,if any,trees within the grading area can be saved or Page 4 of 8 � � �� 0 0 ' �� CITY of ORONO � - ,� ,.: � ti �� G~' RESOLUTION OF THE CITY COUNCIL �;. �.. �kESH04'� NO. � � �; � transplanted.The developer shall confer with the property owner of 130 Brown Road South and with City staff to establish an alternate layout for spacing of boulevard trees along that adjoining property to provide a natural look rather than a regimented look. Developer shall follow the landscape plan general notes(upper left on Sheet 12 of 12), especiallywith regards to pnuling and removal of dead wood a�ld danzaged branches withixi the Conservation Easement areas. 4. Conservation Easement Markin�. Pennanent markers of a desi�a�id material acceptable to the Planning Director shall be placed by the developer at all points where the Conservation Easeinent intersects a lot boundary or where the Easement boundary line changes direction, as stipulated in the Flowage and Conservation Easement. 5. Construction ofRoads,Utilities and Site Improvements. Developer shall construct the private road within Outlot B and Tract G,RLS 352,as well as sanitary sewer,water and stormsewer facilities in accordance with the Developers Agreement to be executed between the City and the Developer. 6. Sanitary Sewer and Water Svstems. All applicable City of Long Lake connection fees and charges associated with the sewer and water systein serving the development shall be paid to Long Lake by the Developer. Developer shall be responsible for any charges to the City of Orono from the City of Long Lake in relation to the provision of municipal sewer and water from Long Lake. tipon completion by the Developer and acceptance by the City of Orono,the sanitary sewer and water facilities within Outlot B and within the 30'utility easement of Lot 7,shall become part of the City of Orono utility systein,to be operated and maintained by the City of Orono. As part of the installation of saiutary sewer and water improvements per the approved plans,Developer shall install two sewer and two water stubs for future service to the Dunn property and 1 sewer and 1 water stub for future service to the McCuskey property. 7. Road Name. The name of the private road shall be Creek Ridge Pass. Page 5 of 8 � � °� 0 0 ' �� - CITY of ORONO � �::� � RESOLUTION OF THE CITY COUNCIL ��`9kESH�� NO. � � "� �� 8. Gradin�and Draina�e Requirements. General site grad'uig shall be in conformance with the approved Grading,Drainage and Ero sion Control Plan,subj ect to the recommendations of the City Engineer in his letter dated January 13,2005. During development within individual lots,wherever feasible,u�dividual driveways shall be graded to drain toward the road storm sewer system.Wherever feasible,individual yard areas shall be graded to drain toward the road storm sewer system. Wherever feasible,roof gutter systems shall be installed to discharge roof runoff so that it will drain toward the road storm sewer system. 9. Si�na�e and Lighting. No street lighting or development identification signage has been approved for Creekside In Orono. Any such proposed lighting or sig�lage shall be subj ect to prior City approval, which may require public hearings. 10. Citv En�ineer Approval.Approval of all improvements is subj ect to recommendations of City Engineer Thomas Kellogg as noted in his comments dated January 13, 2005. 11. Miruzehaha Creek Watershed District A�proval.This subdivision approval is subj ect to MCWD approvals and permits as required. The final plat shall not be released for filing until the Developer has provided evidence that all required MCWD permits have been obtained. 12. Developers A�reement.The plat shall not be released for filing until the Developer has executed aDeveloper's Ageement per the conditions ofResolutionNo.5204,including a letter of credit written to 150%of the cost of the proposed site improvements,including any required landscaping. 13. Site Improvements;Buildin�Permit Issuance. No land alterations shall take place until erosion control is established and the City Engineer has approved all final improvement plans.No building pernuts will be issued until a11 drainage facilities a�ld improvements have been installed and satisfactory road base (including road base and the initial lift of bituminous) has been installed. 14. The City Clerk shall release the plat documents for filing ol�ly upon certification by the City Attorney and Planning Director that all requirements of the platting regulations have been satisfied. Paje 6 of 8 , �. � O� O O ' �� CITY of ORONO � - � � RESOLUTION OF THE CITY COUNCIL � ��kES�I�4�� N O. � � � �' � 15. The aforesaid plat sl�all be filed by the City of Orono with the Heiulepin County Registrat- of Titles Office on or before July 24, 2005 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. The approval granted by tlus Resolution shall eYpire if the conditious of tlus Resolution have not been met or the plat has not been filed Uy the date specified aUove. I�7 that event,it will be necessary to file anew application wiih the City of Orono for suUdivisioil review. Adopted by the City Council of Orono tl�is 24th day of January, 2005. ATTEST: / �� , , � � �, � Liii a S. Vee, City Clerk Barbara A. Peterson, Mayor Page 7 of S , .: �' ' � O� O O ' � CITY of ORONO ��_:- � � �� `��.' G�' RESOLUTION OF THE CITY COUNCIL L�kEsIIOg'� NO. '� ,� ry� ;�r� STATE OF MINNESOTA COUNTY OF HENNEPIN The fore�oing instrument was aclalowledged berore me on ilus�day of�c�.+u.t�<,,,ti_, ,2005 by Barbara A. Peterson, Mayor of the City of Oroilo, a Miimesota nniiuci�al corporation and said instruiner t was executed on behalf of the City. t��a�fl� �=�� 'z �� ' �,' 6��d3'�v�ko i �1 �� -a:n.. ��'P�.� P,�f� `a�• -�i �. , " � '` XG � .. � �� , - � f,,;:�`-'... .� ' �.a"; �' ''` ��.�� '�J STATE OF MINNESOTA �' k 'M �lI�JC•1�scit� � COLTNTY OF HENNEPIN �� 0��'�°.3�,�`� �tr . � . �� , The foregoing ulstntiilent was aclalowledged Uefore me on tlus�day of �i--�,�f.�r�. ,2005 byLindaS.Vee,CityClerkoftheCityofOrono,aMuulesotaniuiucipalcorporation ndsaiduistniment � was executed on behalf of the City. �,<�,., ,, .� �""''�. n � � - R�.�;r��l.Dnn�^,� ` �--�L�iL_��- �'� �?�:� �a--_ , �rr;,1T,'".Y�'L'i.LlC•�c� nr-.Yp � �;<y Cc.�:�,�ssi�n Fxp;�c��u�,.�', �� Notary Public ..,�,,.,��..,,,....-.-,-�-�->:..._;::,.... _ ...-r�,.;.�.;�.:.�:,�.� Page 8 of 8 � . , � ��'�` % Surveyor s Certzficate �� :� '.. �� zr�� ,.,; ; � , �, � �� J P ��-�� i. ; � SUR�Y F�R :Madeiro Partners � ,,�f � � �tttiV l �� Y- (t � � r' G�� DESCRIBED AS :Lot 6, Block 1, CREEKSIDE IN ORONO, City of Orono, Hennepin County, , �-,"�� ,�{ Minnesota and reserving easements of record. ;.-�' ', � i� �. ��`�� "` � , ,.w �a . /� � f<< �, f� �`.� �g 57�°02�8 ��U�� d,.��.��t�. 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Basement Floor = �� Aprox. Sewer Service = 't �� ` V � ' ' � ` „;-�-�.�� ,. Proposed Elev. _� ; � �- Existing Elev. _ ��",- �ACANT s Drainage Directions = —�- ° Denotes Offset Stake = . � I HEREBY CERTIFY THAT THIS IS A TRUE ANO CORRECT REPRESENTATION ,�oe Na BENCHMARK, OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 14R-091 HEDL UND BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. e�' PLdNNING BNCINBBRINC SURi'1t�YlNG M I N. SETB ACK REQU IREM EN TS 2005 Pin Oak Drive Q. Eogan, MN 55122 pA�_ 6 _�_25_�_14_ cAo Fl�: Front —35 HOUSB Side— 30 Phona: (651) 405-6600 D. LINDGREN, LA SURVEYOR Misc-14 Rear— 35 Garage Side—3o SCALE: t tnch � 30 feet Fax : (651) 405-6606 MINNESOTA LICENSE NUMBER 14376 From Delineated Wetland � � � ► � �� . ♦ � �, � �� ;� � 1 � � � � � � , � � � � _ 1 . •• . � • �a� �� t � �� ' M ' � t ', � � � � � � � .: � �;,, , . . � , �:< < . � : . 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Q J � Z � � �K „��§ O tl �„� ��.�[y � 3 'i �$$g � � � �i ''$� � � q g£ � � ..z�ni � � Ss�3 g � � 3`` y x ¢'y $� s�g W o � y ; ' r� Q Z w � � �� ' � • 3 � m m r � � � � � � a 0 3 3 YS � � fi � N N � 7 � S � � �ia.rs od • � 0 0 C o s ¢ p � � W ? � • g � n *� t � � ' 1 Z � E � � 3y �_ � .�� I as s a � sa g w � E " � o�xn 6 k 3 3 � _ N � 6�'' o � � I a �� aa r r Christine Mattson ( � From: Sarah Wildman <sarah@gordon-james.com> Sent: Monday,July 25, 2016 11:09 AM� To: Christine Mattson Subject: Creekside Lot 6 Hi Chris, I just spoke to you a little while ago about this lot. It is Creekside in Orono, lot 6. The house drawn on the lot is NOT what they are building but an example for the owners to get a feel of size of house/lot/yard etc. We have a client who has a Purchase Agreement on this lot and want to make sure we are providing them with accurate information. Our questions are as follows: 1.) What is the "EDGE OF WATER" (seems odd that it is inside the 35' Setback From Wetland) 2.) May we take fill where the house will sit and add to the site for grading towards the rear of the 35' Setback 3.) If they want a pool in the future, it needs to be with in the 35' Setback correct. I am available via email or cell and happy to come in if that is easier. We do have a soil report if you would find that helpful. I have asked the survey company about this and they can't seem to remember the answer. 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Depth � � s�' POST(METAL �R FIITER FRBRIC (36' MAX.HT.) 8' l8' 'yti WOOD 2'X2'> Q A Oi9 or Disc Trenc h �B Lay in Fa bric & B ac k f i l l \ �yG EROSION CONTROL �� i FENCE - iYPE 1 � � � Stee� Fence P09f9 snan be ° � _L___\ SURM❑UNTABLE used to Su ort Snow in � T 2� HIGH Fence (Woven wre may be � Heovy duty tabric (MNDOT 3688) �12� 3/4' ^ BERM substituted for Snow 48' wide fabric / e e BACK FILL 6'X6' TRENCH Fence} 2' minimum post -SL�PE 1/4' ER , � �B CURH TO HE USED AT RADIUS. embedrnent. 75.��g. SEE CITY PLATE N0. STRT-5 DIRECTI�N OF � RUNOFF FL�V �� i E EROSION CONTROL � 'R S. B618 6� Min. � � UNDISTURBED SOIL ��E - TYPE 2 r Steel Fence Poets shall EXPANSION JOINT Q be used to Support Snow Heavy duty fahric (MNDOT 3886) (BOTH SIDES) 1'To 2'Washed Rock �p.� Fence (Woven Wre may 48' wide fabrie NOTE: F,a`� be Subsituted tor Snow � CURB CUT DETAIL Q' Fenca) 2' minimum post Rock size should be 1"to 2' in size such � embedment. Hnv�,st.�.soi� as MnDOT CA-1 or G-2 cou/se oggregate. iwo rebon dnven Nrouqh eaN 1.3'to 2.0'in Q fM grou�d. Baka to bs r wd 6'Eelor A geotextile fabrie may De used under the rock 9�d� to prevent migraGon of tha underlying soll Into / the stone. Silt Fence✓ �EROSION•CONTROL n��'-'o qro�uaarw� FENCE - TYPE 3 ROCK CONSTRUCTION ENTRANCE EROSION CONTROL FENCE HEAVY DUTY SILT FENCE CONCRETE CURB & GUTTER NOTES: 7.Gratn to ba mods In(2)%ECES X 2.Atl matd ahaN be hot-dlppW-qalwnlzeA � Sse Dsta1 A-A B618 CURB 24'-0" & GUTTER "'� 5/�%O.D�7 si�. 12' q� (SEE PLAN) IU " 3.OR 3.0% I m SOIL BACKFILL — o Hd. Ha. � STANDARD CURB Se°�0"° GRATE CATCHBASIN 4'TOPSOIL, SEED 1 7/2� - 2341 Bituminous wear Course I 3g' OR-S00 3� - 2331 &tuminoua wear Course �0' � �� 8' - Ciass 5 Aggrcqate , t00S Crushed I Gw�i� 6' 6' - Class 4 Aggregate Base �p• _L �s��TM B� Compacted Subgrode = _ 0 4'o.a E�a+w�r �2' He�Haad SWiniw Subgra0e Stabilization Fobric �p• � .� ' ��r St4�N BdV,M7NUNC (Supac 8NP or Equoi) N�t�«�e wo.nms I .3' SVuoturo Requirp(Y) �^ 0.5' 2, FlNSHED Piwe Qote Pm Orawhg � 1. INSTALL FlL7ER FABRIC BENEATH GRATE, SURMOUNTABLE `� I"' WRAP FA6RIC TIGHTLY OVER CATCH BASIN CURB & GUTTER 9 9, s.��e t/a'sim MatE '-o' F-F N I = �M�� CURB OPENING. AND BURY fABRIC iN SOIL �/�, �n..-s}e.o � � � o.s' BEHIND CASTING AS SHOWN. o I W rovsa� �-�{ m 2. CLEAN OR REPLACE FlLTER fA6RIC ON A 9'totz' 3.OX 3.OX _ I o REGULAR BASIS AS REQUIRED BY iHE q DETAIL A-A N.W.L�930.0 �� MPCA STORNWATER PERYIT. `H',c WO - "�4 �^ iz•Rcr '� 1 1/2' - 2341 Bftuminous wear Course „� = F y�p� �^ OR SODOIL, $EED 3� - 2331 Bituminous wear Course � 8' - Claes 5 Aggregate , 100R Crushed '+� 8" - Clasa 4 Aggregate Base � , Compacted Subgrade � .r Subgrade Stabilization Fabric pVER EXCAVATE BOTTOM MINIMUM ��r (Supac BNP or EQual) 2' FOR SEDIMENT STORACE No�s: Mo�wiukaoy Paured Cmvete CATCH BASIN EROSION �'��Pro0��4��°"'°�'"•t a«�we aro•d TYPICAL SECTION TYPICAL BASIN GRADING HOUSE PAD DETAIL CONTROL PROTECTION POND OUTLET DETAIL �1008 I EereD�certlt��Lal tLia plan ru prepved D7 me or mdu �s9��d 9Y• Ge�k R'qxtNrroA.aea9e�e DaM Date: Deacrition: Dnte: Descritioa a� ��u��arrot�o� Sehoell & Madson, �t1C. CREEKSIDE it� ORONO, LLC. 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DffCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTNE TOTAL DISRIRBED AREA 4.48 AC. NARRATNE AND NOTES: SHEEf 1 OF t CONSTRUCTION AND WITNIN 24 HOURS AFTER A RAINFALL EVENT OF THE AREA DI51UR8ED BY GRADINC AT ANY GNEN T1ME AND TO COMPLETE TURF COMROL PRACTICES ONLY AS APPROPRIA7E FOR SITE CONDITIONS. IF EXISTING IIAPERVIOUS AREA 0.32 AC. RESTORATION WITHIN THE TIME REQUIRED BY THE PERMR AFTER COAIPLETION OF GRE4TER THAN 0.5 INCHES IN 24 NOURS. ALL INSPECTIONS MUST BE DOWN GRADE SYSTEM IS OVERLOADED, ADDf1lONAl UPGRADE PRACTICES PROPOSED IMPERVIOUS AREA 1.00 AC. GRADING OF AN AREA MUST BE INSTA11E0, AND THE SWPPP MUST BE AMENDED. THERE SHAII RECORDED IN WRRINC AND REfNNED PER M.P.CA N.P.D.E.S. gp�� q�7E HYDROIOGIC SOIL GROUP B, C BE NO UNBROKEN SLOPE LENCTH OF GREATER THAN 75 FEET FOR REQUIREMENTS. (NOTE: LOCAL JURISDICiION MAY REQUIRE MORE 2. A COP`f OF THESE PLANS MUST BE ON TFiE JOB SITE WHENEVER CONSTRUCTION SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN FREQUENT INTERVAL OF INSPECTION.) PROJECT NAME: CREKSIDE IN ORONO IS IN PROGRESS. WRH SILT FENCE, ROCK CHECK DAMS, COMPOSf SNAI(ES, OR OTHER APPROVED MET}1005/WD/OR AS SHOWN ON THE EROSION CONTROL ' ALL EROSION PREVENTION AND SEDIMENT CONTRO� BMPS MUST BE 3. BMP'S REFER TO EROSION AND SEDIMENT CONTROI PRACTICE$ DEFlNED IN THE AIPCA P�� INSPECTED TO ENSURE INTEGRRY AND EFFECTIVENESS. ALL DEVELOPER/OWNER: .RF K ID in ORONO. i .. PROTECTING WATER QUALRY IN URBAN ARFAS AND THE MINNESOTA CONSTRUCTION NONFUNCTIONAL BMPS MUST 8E REPAIRED, REPLACED, OR SUPPLEMENTED �t 77 aaptiFffF pVF � c�ilTc 5nu SITE EROSION AND SEDIMENT CONTROL PLqNNING HANDBOOK. • SEOIMENT CONTROL PRACTICES MUSf BE ESTABUSHED ON DOWNGRADE WITFi FUNCTIONAL BMPS. THE PERMfTTEE(S) MUST INVESTIGATE AND M�NNFAP[11IS. MN 55403 PERIMETERS BEFORE UPCRADE L4ND DISTURBING ACTM'f1E5 BEGIN. COMPLY WITH THE FOLLOWING INSPECiION AND MAINTENANCE 4. ALL EROSION AND SEDIMEM CONTROL FACILITIES BMP'S SHALL 8E INSTALLED AND IN REOUIREMENTS: 617-558-1<97 ( � OPERATION PRIOR TO LAND DISiURBANCE AC71VffIES. SOME EROSION CONTROLS SUCH • THE TIMINC OF 5EOIMENT CONTROL PRACTICES MAY BE ADJU5TED TO pLL SILT FENCES MUST BE REPNRED, REPLACED, OR SUPPLEMENTED CONTACT: -R KC�D in ORONO i . 0.S CHECK DAMS AND IEMPORARY SILT PONOS MAY BE INSTALLED AS CRA�ING OCCURS ACCOMMODATE SHORT TERA1 ACTNfTIES. HOWEVER, THESE PRACTICES yyHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF PHONE: 812-558-7491 IN THE SPECIFlC AREA THEY SFiALL BE A/AINTAINED UNTIL CONSTRUCTION IS MUST BE INSTALLED BEFORE THE NEXf PRECIPITA710N EVENT EVEN IF TNE �{E HEICHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 FAX: 6f2-333-1289 COMPLEfED AND h1E POTEN(IAL FOR EROSION HAS PASSED. ACTMTY IS NOT COMPLEfE. HOURS OF DISCOVERY, OR 15 SOON AS flELA CON�ITIONS ALLOW 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS fOR TFiE ' CONTRACTOR AIUST PROTECT ALL STORM DRAIN INlEfS BY APPROPRLITE ACCESS. ENGINEER: SCHOELL & MAASON, INC. ANTiCIPATED SRE CONDRIONS. AS CONSTRUCTION PROCRESSES ANO UNEXPECTEO OR 8MP'S DURING CONSif2UCT10N UNTIL ALl SOURCES WfTFi POTEMIAL FOR SEASONAL CONDRIONS DICTATE, hiE PERM�TTEE SHALL ANTIC�PATE THAT MORE BMP'S DISCFW2GING TO TNE INLET W1VE BEEN STABILIZED. TEMPORARY AND PERMANEM SEDIMENTATION BASINS MUST BE DRAINED CONTACT:PAUL C. WALIJCK AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMEM COLLECTFD WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. • TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUNO THE PERIMETER IN THE BASIN REACHES 1 2 iHE STORAGE VOLUME. DRAINAGE AND PHONE: 952-847-9643 DURING THE COURSE OF CONSTF2UCTION, R IS THE RESPONSIBILIIY OF THE PERMITTEE OF iHE BASE OF THE STOCKPILE ANO CANNOT BE PLACED IN SURFACE REMOVAL MUSi BE COMP ETED WfTHIN 72 HOURS OF DISCOVERY, OR AS FA%: 952-546-9065 TO ADDRFSS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION Wp7ER5, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND SOON AS FIELD CONDff10NS ALLOW ACCESS (SEE PART N.O.). ACTNfTIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND GUTTER SYSTEMS, OR CONDUfTS OR DITCHES. DESCRIPTION OF CONSTRUCTION ACTMtY ABOVE hiE MINIMUM REOUIREMENTS SHOWN ON THE PLANS TI1AT MAY BE NEEDED TO SURFACE WATERS. INCLUDING DRAINACE DITCHES ANO CONVEYANCE . enlN• csuR m' e�y R PROVIDE EFfECTNE PROTECTION OF WATER AND SOIL RESOURCES. • vEHICIE iRACK,ING MUST BE MINIMIZED BY BMP'S. STREET SWEEPING $YgTEMS, MUST BE INSPECTED FOR EVIDENCE Of SEDIMENT BEING WATERMpIN_ ¢TORA1 SEwFR MUST BE USED IF SUCH 8MP'S ARE NOT ADEQUATE TO PREVENT DEPOSITED 8Y EROSION. THE PERMITTEE(S) AIUST REMOVE ALL DELTAS AND STREF'7 PAVIN(: 6. ALL TREES NOT LJSTm FOR REMOVAL SHALL BE PROTECTED. 00 NOT OPFR4TE SEDIMENT FROM BEING TRACKED ONTO THE STREEf. AND SEDIMENT DFPOSfTED IN SURFACE WA7ERS, INCLUDINC DRAINAGE EQUIPMENT WITHIN THE ORIPt1NE, R00T ZONES OR WfTHIN TREE PROTECTION FENCE WAYS, CATCH BASINS, AND OTNER DRUNAGE SYSTEMS, AND RESTABILI2E AREAS• • CONTt7ACTOR A4UST INSTALL TEMPORARY (OR PERMANEM) SEDIMENTATION THE AREAS WFIERE SEDIMEM REMOVAL RESULTS IN EXPOSED SOIL THE B0.51N5 WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRNN TO A REMOVAL AND SiABILIZA710N MUST TAKE PIACE WITHIN SEVEN (7) DAYS RESPON518LE PARTIES: 7. WFIEREVER POSSIBLE, PRESERVE THE EXISTING TREES, CRASS !WD OTHER VEGEfATNE COMMON LOCA710N AND/OR AS SHOWN ON THE EROSION CONlROL PLAN. OF DISCOVERY UNLESS PRECLUDED HY LEGAL, REGULATORY, OR PHYSICAL COVER TO NELP Fll7ER RUNOFF. ACCESS CONSTRAIMIS. THE PERMITTEE SHALL USE ALL REASONABIE OWNFR: S4ME AS ABOVE EFFORTS TO QBTAIN ACCESS. IF PRECLUOED, REMOVAL ANO GRAOING COMRACTOR TO BE DETERA�INED 8. OPERATE TRACK EQUIPMENi (DOZER) UP AND DOWN IXPOSED SOIL SLAPES ON FINAL D. DEWATERING AND SURFACE DRAINAGE STABIIJZATION MUSf TAKE PLACE WITHIN SEVEN (7) CA�ENDAR DAYS OF CONTACT: . PASS, LEAVING TRA.CK CROOVES PERPENDICULAR TO hIE SLOPE. DO NOT BACK- OHTAINING ACCESS. THE PERMfTTEE IS RESPONSIBLE FOR CONfACTING PHONE BtADE LEAVE A SURFACE ROUGH TO AIINIMIZE EROSION. • DEWATERING OR ANY IYPE OF SURFACE DRAINAGE THAT MAY HAVE NRBID ALL LOCAI, REGIONAL, STATE AND FEDERAL AUTHORtf1ES AND RECEMNG 9. TEMPORARY SEED SHALL BE MNDOT MIX 90B O 50 LBS. PER ACRE OR MPROVED OR SEOIMENT UDEN OISCNARGE WATER MUST BE DISCHARGED TO A ANY APPLJCABLE PERMRS, PRIOR TO CONDUCi1NG ANY WORK. UTILfT`(AND 5TREEf CONTRACTOR: � BE DETERMWED EQUAL MULCH SHALL BE MN00T T'PE 1 (CIEAN OAT STRAW) O 2 TONS PER ACRE SEDIMENT 80.SIN ON THE PROJECT SRE WHENEVER POSSIBLE. IF hiE CONTACT: OR APPROVED EQUPL AND DISK ANCHORED IN PtACE OR APPROVED EQUAI.. INSTALLED WATER CANNOT BE �ISCHARGED TO A BASIN PRIOR TO ENTERING THE CONSTRUCTION SITE VEHICLE IXR LOCATIONS MUST BE INSPECTED FOR PHONE: TO AIINIAIUAI 90 S COVERAGE OF THE SURFACE AREA DISTURBED. SURFACE WATFR, �T MUST BE TRFATED Wlhl THE APPROPRIATE BMP'S EVIOENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. SUCH THAT TY.E DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEMNG TRACKED SEDIMENT AIUST BE REMOVEO FROM ALL OFF-SITE PAVED TO BE UEfERuiNFtl WILI, HqVE INRIAL RESPONSIBWtt FOR 10. PERMANENT TURF RE5TORAiION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED WATER OR DOWNSTREAM UNpOWNERS. THE CON7FiACTOR MU5f ENSURE SURFACES, NATHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WRHIN A IAIPLEMENTATION Of THE SWPPP BEFORE AND DURING CONSTRUCTIONS. IS MIXTURE 190 AT 80 POUNDS PER ACRE, TlPE 7 MULCH AT 90 % COVERAGE WfTH T�T DISCHARGE POINTS ME ADEWATELY PROTECTED FROIA EROSION AND SHORTER TIME TO COMPLY WfTH PART IV.C.6. DISC ANCHOR. WEfLAND SEEDING IS MNDOT MIXTURE 25B AT 30 POUNDS PER SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK ACRE, UPLAND BUFFER IS MNDOT 58 AT 30 POUNDS PER ACRE, WITH FIBER RIPR4P, SAND BAGS, PUSTIC SHEETING, OR OTHER ACCEPTED ENERGY THE PERMITTEE(5) ARE RESPONSIBLE FOR THE OPERATION AND TRANSFER OF RESPONSIBILIIY FOR SWPPP BLANKET. (INSTALL ONLY WNERE CROUND IS DISTURBED) ALL SEEDED AREAS ME TO DISSIPATION MEASURES. MAINTENANCE OF TEMPORAF2Y AND PERMANENT WATER QUALfTY RECENE TYPE I MUICH AND �ISC ANCHOR OR EROSION CONTROL BLANKEf 7YPE 3, MANAGEMEN7 BMPS, AS WELL AS ALL EROSION PREVENTION ANO FROM SRE GRADING CONTRACTOR TO STREEf AN� UT1�fTY CONTRACTOR: OR HYDROSEEDED W(TH TACKIFIER MULCN, TYPE 5, 6, OR 8. • AL1- `NATER FFOM DEWATERINC MUST BE DISCHARGED IN A MANNER TfiAT SE�IMENT CONTRO� BMPS, FOR THE DURATION OF THE CONSTRUCTION FOLLAWINC SITE GRADINC COMPLETION, WHEN ALL EROSION CONTROL DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WORK AT THE SRE. THE PERMITfEE(5) ARE RESPONSIBLE UNTIL ANOTHER MEASURES HAVE BEEN INSTALLED BY THE SRE GRADING CONTRACTOR AS �7. SLOPES AT J:1 OR STEEPER, ANO OR WHERE INDICATED ON THE PLANS SHALL BE WET�.ANDS CAUSING SIGNIFlCANT ADVERSE IMPACT TO hiE WETVWD. PERMf7TEE HAS ASSUMED CONTROL ACCORDINC TO PART �I.B.S OVER ALL REQUIRED AND ARE IN WORKING ORDER WRHOIl� NEED OF MAIMENlWCE, AND SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE AREPS OF THE SITE TFIAT HAVE NOT BEEN FINALLY STABILIZED OR THE ALL MEASURES HAVE BEEN REVtEWEO AND ACCEPTED 8Y THE STREET AND SITE HAS UNDERCONE FlNAL STABIUZATION, AND A NOT WLS BEEN UTIUTY CONTRACTOR, EXCEPT FOR TURF RESTORATION WHICH MUST HYDROSEEDED WRH TACKIFER MULCH. SUBMfTTED TO THE MPCA. DEMONSTRATE THAT R IS �MBLY GROWING, THEN THE 5TREET AND UTILfTY �y. THE COMRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED OP1T0 EXISTING COMRACTOR WILL IXECUTE AN MPCA 'APPIJCATION FOR PERAIR F. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SffE TRANSFER/MODIFICATION FORM' (AVAILABLE ON-LINE AT WWW.PCA.STATE.MN.US) �EEfS ANO PAVEO AREAS. ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT FOR iNE TRANSFERENCE Of RESPONSIBILIN UNDER THE ORIGINAL NPDES �}, IF BLOWINC DUST BECOMES A NUISlWCE. THE CONTRACTOR SHALL APPLY WATER A FRE�UENCY SUFFlCIINT TO A11NIAlIZE OFF-SRE INPACTS (E.G., FUGITNE PERMR ISSUED FOR THE PRQIECT. FROM A TANK iRUCK TO ALL CONSiFtUCT10N AREAS. SEDIMENf IN STREEfS COULD BE WASHED INTO STORM SEWERS BY THE FROM OWNER/DEVELOPER AND CONTRAC70R TO HOMEBUILDER: / NEXT RAIN AND/OR POSE A SAFEt`( HAZARD TO USERS OF PUBLJC IF THE OWNER/DEVELOPER SELLS POfiTIONS OF THE PROPERfY TO 14• T�'�E PERMfTTEE IS RESPONSIBLE FOR IMMEDIATELY FOLLOWING SRE GRADING C� STREETS). OPERATIONS ANO PRIOR TO hiE INSTALIATION OF UTILITIES, THE ENTIRE SfTE � HOMEBUILDERS, THE HOMEBUILDERS MUST ExECUTE A 'SUBDMSION (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SIIT 12 5. ALL INFlLTRATION ARFAS MUST BE INSPECTED TO ENSURE THAT NO REGISTRATION FORM� (AVA1lABLE ON-L1NE AT WWW.PCASTATE.MN.US) WRHIN FENCE SHALI HAVE BEEN INSTALLED AROUN� ALL PONDS. L❑N G L A K E SEDIMENi FROM ONGOINC CONSTRUCTIQN ACTMTIES IS REACHING THE SEVEN DAYS OF THE TRANSFER OF THE PROPERTY. THE HOMEBUILOER IS INFlLTRA710N AREA AND THESE AREAS ARE PROTEC7ED FROM COMPACTION THEN RESPONSIBLE FOR THE REQUIREMENTS OF THE SWPPP INCLU�ING 15. ALL TEMPOWIRY EROSION AND SEDIMENT CONTROL MElSURES SHALL BE PROPERLY DUE TO CONSTRUC710N EWIPMENT ORMNC ACROSS iHE INFlLTRA710N DISTRIBUTING THE MPCA 'HOMEOWNER FACTSHEEI'TO HOMEOWNERS. THE OISPOSED OF WITHIN THIRiI' (30) DAYS AFTER FlNAL SITE STA81U7ATION IS ACHIEVEO 1� SS' �� HOMEBUILDERS CAN IMPLEMENT THE ORIGINAL SWPPP OR OEVELOP AND OR AfTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. IMPLEMENT THEIR OWN SWPPP. �,� F. POLLUIIQN PREVEN110N AAANAGEMENT MEASURES CONSTRUCTION ACTNfTY REQUIREMENT SOLID WASTE IAUST BE DISPOSED OF PER M.P.CA REQUIREMEMS. H�MEOWNERS ASSOCIATION WILL HAVE RESPONSIBIUTY FOR LONG TERM OPERATION AND MPINTENANCE OF THE PAVEMENT STORM WATER MMIAGEMENT Vi4ZARD0US MATERU�LS MUST BE STORED AND DISPoSED OF PER M.P.C.A A. STORM WATER POLLUTION PREVENTION PLAN � Recuv�nor+s. I��MENTATION SEQUENCE - � • THE CONTRACTOR SHALL IMPLEMENT THE SWPPP AND THE REQUIREMENTS Of THIS PART. EXTERNAL W/6NING OF CONSTRUCTION VEH�CLES MUST BE UMREO TO A hIE CONTRACTOR SHALL COMPLY WfTH THE FOLLOWING SEQUENCE. 7HE BEST MANAGEMENT PRACTICES BAIPs IDENTIFlED IN THE SWPPP AND IN THIS DEFlNED PREA OF THE SITE RUNOfF IAUST BE CONTPJNED ANO WASTE � � = PROPERIY OISPOSED Of. NO ENGINE DEGREfSINC iS ALLOWED ON SRE. 1. INSiALL ROCK CONSTRUCTION ENTFtANCE PERMIT MUST BE INSTALLED IN !W APPROPRIATE AN� FUNCTIONAL MANNER. � q � c. Flru� srAsiuznnoN 2. INSfALL PERIAIEfER SEDIMENT CONfROL Dtl10ES (SILT FENCE). CLEAR TREES AS B. EROSION PREVENTION PRACTICES Q � � • 7HE PERMREE (THE OWNER/DEVELOPER AND THE CONTRACTOR WHO NECESSARY TO ALLOW INSTALLATION. • THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STF21P5, ; upt£R p`, PROJE�ryCT P��11T FOR�CONSTRUCTIONDACTIVfTY�MUST ENSURE FlNAL STABILIZATION J. INSTALL TREE PROTECTION FENCE HORIZONTAL SLOPE GRADING, AND O7}IER CONSTRUCTION PRACIICES THAT MINIMIZE 4. CLEAR AND GRUB FOR STORMWATER PONO EROSION. THE LOCATION OF AREAS NOT TO BE OISTURBED MUST BE DELINEATED (E.G. LOCA II ON DAYS OF FlNAL STABIUZATION.�MiNAT10N AIUST BE SUBMITfED WITNIN 30 WfTH FLAGS, STAKES, SICNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SRE BEFORE 5. CONSTRUCT 5TORMWATER POND WORK BECINS. COLIN DR e • FlNAI. STABIUZAiION CAN BE ACHIEVED IN ONE OF THE FOLLOWINC WAYS: • ALL EXPOSED SOIL AREPS WITHIN 200 FEE7 OF A SURFACE WATER OR ANY STORMWATER �(' 1.) ALL SOIL DISTUR8ING ACTMTIES HAVE BEEN COAIPLETED AND MORE 6. CONIINUE CLEMING AND GRUBBING CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE 5fABILIZED G THqN 70x OF THE SURFACE SfABIUZED WfTH UNIFORM PERENNIAL WITHIN 7 DAYS (STEEPER THAN b:t SLOPES), 14 �AYS (10d TO 3d SLOPES), OR 21 VEGEfATNE COVER AND; 7. STOCKPILE TOPSOIL FOR RE-USE DAYS (FLATTER hiAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL �0' A ALL DfTCHES ARE STA81L1ZED: AREAS WRH A POSfiNE SLOPE TO A CURB AND GUTTER SYSTEM. STORM SEWER INLEf, B. ALL EROSION BMP'S (SUCH 0.5 SILT FENCE) MUST BE 8. COMPLETE SITE CRADING DRAINAGE DRCH, OR OTHER SYS7EM 7HAT DISCHARGES TO A SURFACE WATER. � � 116 C. ALLMS D MENT HPS BEEN CLEANED OUT FROM CONVEYANCES 9. STABIUZE DENUDED AREAS AND STOCKPILES WfTHIN TIME PRAME USTED • THE NORMNL WETTEO PERIAIETER OF ANY DRAINAGE DfiCH MUST BE STABILRED WITHIN � AND SEDIMENTATION BASINS T11AT ARE TO BE USED AS IN EROSION PREVENTION PRACTICES 200 UNEAL FEEf FROM THE PROPERTY EDGE. OR FROM THE POIM"OF DISCHARGE TO O Z PERMANFNT BhSINS. THE ClEM10UT OF PERMANENT BPSINS PNY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATFR). � MUST BE SUFFlCIENT TO RENRN THE BASIN TO DESIGN 10. INSTALL UT7LfT1ES, SfORM SEWER, STORM DRAIN INLET 'J � CAPACIfY. PROTECTION, CURB de GUTTER, dc PAVING • PIPE OUTLEfS MUSf BE PROVIDEO WITFi TEMPORARY. OR PERMANENT ENERGY DISSIPATION 2.) FOR RESIDENTUL CONSTRUCTION, 1EAAPORARY EROSION PROTECTION WRHIN 24 HOURS OF CONNECfiON TO A SURFACE WATER. L O C A TI O N M A P �D DOWNGRADE PERIMEfER CONfROL fOR INDIVIDUAI. LOTS MUST 11. WHEN ALL CONSTRUCTION ACTNRY IS COMPLEfE AND THE SITE STABILIZED, BE CAMPLEfED AND THE RESIDENCE FiAS BEEN TRANSFERRED TO REMOVE ACCUTAUUTED SEDIMENf FROM STORMWATER POND, REMOVE SEDIMENT THE HOMEOWNER. ADORIONALLY, THE PERMfTTEE MUST OISTRIBUTE CONTROL BMP'S, AND RESEED ANY AREAS DI5fUR8ED BY THEIR REMOVAL. NO SCALE THE MPCA 'HOMEOWNER FACTSHEEf' TO THE HOMEOWNER. Revisiona (�eb�ceRif�t6et tLie pl�n w peepued El me or mdv �9��' � � CMt PrapdNensA-acd4F DW� us�: n��n�a . n.r�: n��aoa m,a�,o,��a�n.��,u�a eror�o� vchoell & Madson, �t1C. CREEKSIDE in ORONO, LLC. CREEKSIDE In o 2�o3/oa 1 03�i Cit Commenb CB �Li,u,eer mder ttieTcie ot the state ot 16maota ��, _�, Engineering�Surveying•Planning oRONo, MN Soil Testing •Environmentd Services 7177 MnROUETfE AVE. S., SUITE 2509 �� ` �'�"i°' �� MINNEAPOLIS, MN 55403 g�p e.�t c.r�t �� hoaeo war�eowwa aa.i ss�mrd ao-e«rnr.a�.no (si z) ssa-i as i �� tz/oa/a �,po. �oisi i.�rr+e�a.�uze acwrx,►`ne.a.ssao-teoo STORMWATER POLLUTION esz '�ae-xa-iwcas�sae-aoes c�sazeFoioe-+.wrosz)sao-ooea PREVENTION PLA � d 4 S7�Project Nnmber. 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